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RE: L-Pile Analysis

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Not yet—you were available.

 

Candi Anderson, P.E. 

-----Original Message-----
From: Garner, Robert [mailto:rgarner(--nospam--at)moffattnichol.com]
Sent: Thursday, May 26, 2005 2:32 PM
To:
seaint(--nospam--at)seaint.org
Subject: RE: L-Pile Analysis

 

Candi,

 

For depth of fixity I'm using Figure 1 of MIL-HDBK 1026/6 but this only covers uniform soils, which fortunately is my case.  L-Pile allows for entering various soil layers and computes the pile p-y curves automatically.  Have you asked for input from your Geotech?

 

Bob

 


From: Candi Anderson [mailto:canderson(--nospam--at)mercadoeng.com]
Sent: Thursday, May 26, 2005 11:17 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: L-Pile Analysis

 

Bob-

I don’t have the answer to your question, but I’m working on laterally loaded piles as well and trying to find the point of fixity.  I have some equations which require an input value for N, but it not clear to me which N value I might need to use when the pile will be driven thru several layers.  Any comments?

Candi Anderson, P.E. 

-----Original Message-----
From: Garner, Robert [mailto:rgarner(--nospam--at)moffattnichol.com]
Sent: Thursday, May 26, 2005 1:58 PM
To: seaint(--nospam--at)seaint.org
Subject: L-Pile Analysis

 

I'm running the L-Pile analysis program for some laterally loaded piles.  It has output values for lbs. per inch along the length of the pile.  I don't have a manual for this program.  Does anyone know for sure what this output represents.  I need the lateral soil bearing values and I think this output has something to do with this but I really would like to know for sure.

 

Thanks in advance.

 

Bob Garner, S.E.

 

R. Garner

Moffatt & Nichol

Tel.:  (619) 220-6050

Fax.: (619) 220-6055

e-mail: rgarner(--nospam--at)moffattnichol.com

 

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